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HomeMy WebLinkAboutR-4192102O W SIGN LAYOUT FLASHING BEACON TH BLACK sox BACKPLATE SPEED LIMIT LIMB $$-1 20 24"x48" i� *IF APPLICABLE, SOLAR PANEL ORIENTATION TO BE ADJUSTED PER MANUFACTURERS RECOMMENDATIONS. W Z �200' FROM IN ER ECTION W 1 Q W 1- of U Z Q W W—W W_W W_ Z D I— —D p U LEGEND EXIST. NEW DESCRIPTION FLASHING BEACON H POLE MOUNTED SIGN O TYPE FB POLE O POLE STANDARD NUMBER F NEW SIGNIRELOCATED SIGN SIGNING CONSTRUCTION NOTE ® SERVICE CABINET ----- CONDUITICONDUCTOR m JUNCTION BOX TYPE 1,2,8 FBI W— NE 10TH ST D p II N 3 3 III N 3 O N to I W I W I 3 i Q I N Z 3 I.� ,415' —FROM INTERS SID TIO WW a SIGNAL CONSTRUCTION NOTES (THIS SHEET CONSTRUCTION NOTES (THIS SHEET ONLY) CONSTRUCT FOUNDATION APPROXIMATELY 415' FROM THE CHELAN AVE NE At HE LOTH ST INTERSECTION PER WSDOT STANDARD PLAN J-21.10. LOCATION SHALL BE FIELD VERIFIED BY CITY OF RENTON ENGINEER PRIOR TO FOUNDATION EXCAVATION. FURNISH AND INSTALL TYPE FB POLE PER WSDOT STANDARD PLAN J-21.16 WITH ONE FLASHING BEACON N T W IN —1 I THIS AND ONE MU CD SCHOOL SPEED LIMIT WHEN FLASHING SIGN (SS ) ON POLE PER SIGN LAYOUT DETAIL, . S SHEET. CONTRACTOR SHALL COORDINATE WITH RENTON SCHOOL DISTRICT FOR COMPLETE SYSTEM REQUIREMENTS AND PROGRAMMING OF FLASHING BEACON. CONSTRUCT FOUNDATION APPROXIMATELY 210' FROM THE CHELAN AVE HE At NE 10TH S7 INTERSECTION PER WSDOT STANDARD PLAN J-21.10. LOCATION B2 SHALL BE FIELD VERIFIED BY CITY OF RENTON ENGINEER PRIOR TO FOUNDATION EXCAVATION. FURNISH AND INSTALL TYPE FB POLE PER WSDOT STANDARD PLAN J-21.16 WITH ONE FLASHING BEACON, AND ONE MUTCD SCHOOL SPEED LIMIT WHEN FLASHING SIGN (S5-1) ON POLE PER SIGN LAYOUT DETAIL, THIS SHEET. CONTRACTOR SHALL COORDINATE WITH RENTON SCHOOL DISTRICT FOR COMPLETE SYSTEM REQUIREMENTS AND PROGRAMMING OF FLASHING BEACON. Oi SEE TRAFFIC SIGNAL PLAN, SHEET TS-01, FOR ADDITIONAL WIRING DETAILS. OINSTALL NEW CONDUIT AND CONDUCTORS TO EXISTING SERVICE CABINET. IF NO BREAKER IS AVAILABLE FOR THE FLASHER BEACON, CONTRACTOR SHALL INSTALL A NEW BREAKER INSIDE THE EXISTING SERVICE CABINET. 1TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Opemlions 11,IX SE B0 Street. Suite 200. Bellevue. WA 98004 Office (425)M9-6747 Project Contact: Trevor Takara, P.E. Phone: 425-250-0865 NO. REVISION NEW SIGN NOTES (THIS SHEET ONLY) Si INSTALL ONE (1) NEW 14"X30" S5-2 SIGN AND POST PER CITY OF RENTON STANDARD PLAN 129. S2 INSTALL ONE (1) NEW 28'k48" S5-1 SIGN ON NEW TYPE FB POLE PER SIGN LAYOUT DETAIL, THIS SHEET. 53 INSTALL ONE (1) NEW 28"x48" S5-1 SIGN ON NEW TYPE FB POLE PER SIGN LAYOUT DETAIL, THIS SHEET. S4 INSTALL ONE (1) NEW 36"X36" Si-i SIGN AND POST PER CITY OF RENTON STANDARD PLAN 129. S5 INSTALL ONE (1) NEW 24"X12" W16-9P SIGN BELOW SIGN S4 PER CITY OF RENTON STANDARD PLAN 129. SIGNAL GENERAL NOTES 1. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 2. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY IMMEDIATELY UPON DAMAGE. 4. SEE ACCOMPANYING PROJECT SPECIAL PROVISIONS FOR ADDITIONAL CONSTRUCTION REQUIREMENTS. THE PROJECT SPECIAL PROVISIONS SHALL BE CONSIDERED PART OF THIS CONTRACT. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE PROJECT SPECIAL PROVISIONS AT THE JOBSITE AT ALL TIMES. 5. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS, WSDOT STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, SPECIAL PROVISIONS AND THESE PLANS. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS PER CITY OF RENTON STANDARDS. CONTRACTOR SHALL LAYOUT OUT ALL SIGNS, AND THEN CONTACT CITY ENGINEER 48-HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT. 7. INSTALL ALL SIGNS IN CONCRETE/ASPHALT & LANDSCAPE AREAS PER CITY OF RENTON STANDARD PLAN NO. 129. 8. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED VISIBILITY TO DRIVERS AND PEDESTRIANS. 9. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7 ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF THE SIGN. 10. FOR ALL SIGNAL COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425)430-7423. 3 W 3 Z I x CL w I �210 (FROM INTERSECTION W I Q J 131 I �G 1 Z I I z"z) a A BPPPPPPPP c d 53 PPP—P1 / I — Z �p Z �� �P —P �—gpP U P p P P_In p�HP P —Pf_P �P—P—P—PPPP — �__P _ o� .. P P —PPPP� P I_ T—W—W—W—W—W—WW— NE 10TH ST DO+w SIGNAL WIRING SCHEDULE (THIS SHNE ACEWAY ONDUIT FLASH 4C .'IZE CON F J SCH80 PVC 1 1 0 SCH40 PVC 1 1 0 W— • EQUIPMENT GROUND MINIMUM SIZE #8 OR EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. �cxo. amon w ,m p3/1%, Dwm man III DATUM BY DATE APPR P�em: sam =Ro,.a. SIGN LEGEND SCHOOL ZONE SPEED ZONE LIMIT S5� (24"x48") NEW NEW S5-2 52 Si-1 24"X30" WHEN S3 36"X36" Si FLASHING(Si) AHEAD NEW Wi6-9P 24"X12" SEE SHEET TS-07 FOR FLASHER BEACONS ON DUVALL AVE HE AND EAST LEG OF INTERSECTION I I M I I .1 I■,11nIIry1I II r I I INA, N 10 40 0 20 60 SCALE IN FEET IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn OE N V O N r+ 1n t— z w CITY OF NEW ELEMENTARY SCHOOL #16 epic 04 MAR 2022 U 0 RENTON O Planning/Building/Public Works Dept. RENTON, WA 98059 CHELAN AVE NE FLASHING BEACON PLAN o ~ Q TS-06 NE 10TH ST d ipitoe"14T